CN110670733A - Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure - Google Patents
Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure Download PDFInfo
- Publication number
- CN110670733A CN110670733A CN201911040100.6A CN201911040100A CN110670733A CN 110670733 A CN110670733 A CN 110670733A CN 201911040100 A CN201911040100 A CN 201911040100A CN 110670733 A CN110670733 A CN 110670733A
- Authority
- CN
- China
- Prior art keywords
- plate
- hanger
- mullion
- hanging
- pendant
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention relates to a prefabricated concrete slab vertical keel hanging piece structure of an assembly type building, which comprises a unit plate hanging piece assembly and a hanging piece base assembly used for bearing the unit plate hanging piece assembly, wherein the unit plate hanging piece assembly is fixedly connected with a vertical keel, the unit plate hanging piece assembly comprises a limiting plate which is vertically arranged, the hanging piece base assembly comprises a connecting piece base, the connecting piece base comprises a bearing plate which is vertically arranged, a limiting groove matched with the limiting plate in shape is arranged on the bearing plate, and the limiting plate is movably inserted in the limiting groove. Compared with the prior art, the hanging plate has the advantages that the unit plate hanging component is combined with the hanging component base component, the vertical keel can move back and forth, left and right and up and down after being hung, the unit plate hanging component can move back and forth and left and right under the limit of the limit groove by matching the limit plate, the limit groove and the bearing plate, the vertical keel can move up and down by the up and down adjusting screw, the hanging plate is convenient to hang, the stability of the hanging plate is improved, and the like.
Description
Technical Field
The invention relates to a hanging piece structure, in particular to a vertical keel hanging piece structure for a prefabricated concrete slab of an assembly type building.
Background
The fabricated concrete building is a concrete structure type house building which is designed and built in a field assembly mode by mainly taking a reinforced concrete prefabricated part produced in a factory.
When the fabricated concrete building is assembled, the vertical keels on the precast concrete plates are usually required to be hung on the main steel structure, so that the precast concrete plates are assembled. In current assembly construction, often with precast concrete board snap-on articulate on main part steel construction, increase the assembly degree of difficulty to if need adjust after the fixed mounting, the adjustment step is loaded down with trivial details, influences the efficiency of construction.
Disclosure of Invention
The present invention is directed to overcoming the above-mentioned disadvantages of the prior art and providing a prefabricated building precast concrete panel mullion hanger structure.
The purpose of the invention can be realized by the following technical scheme:
the utility model provides an assembled building precast concrete board erects fossil fragments pendant structure, the pendant structure include unit plate pendant subassembly and be used for accepting the pendant base subassembly of unit plate pendant subassembly, unit plate pendant subassembly and perpendicular fossil fragments fixed connection, unit plate pendant subassembly include the limiting plate of vertical setting, pendant base subassembly include the connecting piece base, the connecting piece base include the bearing plate of vertical setting, the bearing plate on be equipped with limiting plate shape complex spacing groove, the limiting plate activity insert and locate the spacing inslot.
The unit plate pendant assembly comprises a horizontally arranged pendant group plate, one end of the pendant group plate is fixedly connected with the vertical keel, and the other end of the pendant group plate is fixedly connected with the limiting plate in a T shape.
The unit plate block hanging component further comprises two pairs of upper and lower adjusting screw rods and nuts, two screw holes are formed in the hanging component flat plate, and the upper and lower adjusting screw rods penetrate through the screw holes to be in threaded connection with the nuts.
And the unit plate hanging component is welded and connected with the vertical keel.
The pendant base assembly comprises a main steel structure, the connecting piece base assembly further comprises a base plate which is L-shaped with the bearing plate, and the base plate is fixedly connected with the main steel structure.
The bottom plate and the main steel structure are fixedly connected through bolts and nuts.
The limiting groove divides the bearing plate into a first supporting platform and a second supporting platform.
The middle parts of the first supporting platform and the second supporting platform are provided with vertical supporting platforms.
Compared with the prior art, the invention has the following advantages:
(1) the unit plate hanging component is combined with the hanging component base component, so that the vertical keel can move back and forth, left and right and up and down after being hung, the processing is simple, and the hanging plate is convenient;
(2) the limiting plate, the limiting groove and the bearing plate are matched, so that the unit plate hanging component moves forwards, backwards, leftwards and rightwards under the limitation of the limiting groove, the hanging plate is convenient to hang, and the stability of the hanging plate can be ensured;
(3) utilize adjusting screw about to realize reciprocating of vertical keel, be convenient for adjust from top to bottom, the link plate is stable.
Drawings
FIG. 1 is a schematic view of a unit plate pendant set according to the present invention;
fig. 2 is a combination view of the unit plate hanger set and precast concrete slab mullion of the present invention;
FIG. 3 is a schematic view of a connector base set of the present invention;
FIG. 4 is a schematic view of the connector base assembly of the present invention in combination with the main steel structure;
fig. 5 is a side view of the effect of the precast concrete panel mullion suspending panel of the present invention.
The steel structure comprises, by weight, 1 parts of vertical keels, 2 parts of unit plate block hanging component, 2-1 parts of hanging component flat plates, 2-2 parts of limiting plates, 2-3 parts of nuts, 2-4 parts of upper and lower adjusting screws, 3 parts of main steel structures, 4 parts of connecting piece bases, 4-1 parts of bottom plates, 4-2 parts of bearing plates, 4-3 parts of bolts.
Detailed Description
The invention is described in detail below with reference to the figures and specific embodiments. Note that the following description of the embodiments is merely a substantial example, and the present invention is not intended to be limited to the application or the use thereof, and is not limited to the following embodiments.
Examples
A prefabricated concrete slab vertical keel hanging piece structure for a fabricated building comprises a unit plate hanging piece group 2 and a hanging piece base assembly.
As shown in fig. 1 and 2, a unit plate block hanging component 2 is welded with a vertical keel 1, the unit plate block hanging component comprises a vertically arranged limiting plate 2-2, a horizontally arranged hanging component flat plate 2-1, two pairs of upper and lower adjusting screw rods 2-4 and nuts 2-3, one end of the hanging component flat plate 2-1 is fixedly connected with the vertical keel 1, the other end of the hanging component flat plate is fixedly connected with the limiting plate 2-2 in a T shape, two screw holes are arranged on the hanging component flat plate 2-1, and the upper and lower adjusting screw rods 2-4 penetrate through the screw holes to be in threaded connection with the nuts 2-3.
As shown in fig. 3 and 4, the hanging member base assembly is used for receiving the unit plate hanging member assembly 2 fixedly connected with the vertical keel 1, the hanging member base assembly comprises a main steel structure 3 and a connecting member base 4, the connecting piece base 4 comprises a bearing plate 4-2 which is vertically arranged and a bottom plate 4-1 which is arranged in an L shape with the bearing plate 4-2, the bottom plate 4-1 is fixedly connected with the main steel structure 3 through a bolt 4-3 and a nut 2-3, the bearing plate 4-2 is provided with a limit groove which is matched with the limit plate 2-2 in shape, the limiting plate 2-2 is movably inserted in the limiting groove, the bearing plate 4-2 is divided into a first supporting platform and a second supporting platform by the limiting groove, and the middle parts of the first supporting platform and the second supporting platform are both provided with a vertical supporting platform, and the main steel structure 3 is an angle steel.
As shown in fig. 5, when in use, after the mullion 1 is connected with the unit plate hanging component 2, the limiting plate 2-2 is inserted into the limiting groove, the bottoms of the two upper and lower adjusting screws 2-4 are placed at the joint of the first supporting platform, the second supporting platform and the vertical supporting platform, the unit plate hanging component 2 can move back and forth along the limiting groove, the mullion 1 can be driven to move back and forth, the wire can move the unit plate hanging component 2 left and right along the limiting groove, the mullion 1 can be driven to move left and right, the height of the upper and lower adjusting screws 2-4 can be adjusted, the mullion 1 can be driven to move in the vertical direction, and the mullion 1 can move back and forth, left and right and up and down after.
The above embodiments are merely examples and do not limit the scope of the present invention. These embodiments may be implemented in other various manners, and various omissions, substitutions, and changes may be made without departing from the technical spirit of the present invention.
Claims (8)
1. The utility model provides an assembled building precast concrete board erects fossil fragments pendant structure, its characterized in that, the pendant structure include unit plate pendant subassembly (2) and be used for accepting the pendant base subassembly of unit plate pendant subassembly (2), unit plate pendant subassembly (2) and erects fossil fragments (1) fixed connection, unit plate pendant subassembly include vertical limiting plate (2-2) that set up, pendant base subassembly include connecting piece base (4), connecting piece base (4) include vertical bearing plate (4-2) that set up, bearing plate (4-2) on be equipped with limiting plate (2-2) shape complex spacing groove, limiting plate (2-2) activity insert locate the spacing inslot.
2. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 1, wherein said unit plate hanger assembly (2) comprises horizontally arranged hanger group plate (2-1), one end of said hanger group plate (2-1) is fixedly connected with mullion (1), and the other end of said hanger group plate (2-1) is fixedly connected with limiting plate (2-2) in T shape.
3. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 2, wherein said unit plate hanger assembly (2) further comprises two pairs of upper and lower adjusting screws (2-4) and nuts (2-3), said hanger set plate (2-1) is provided with two screw holes, said upper and lower adjusting screws (2-4) pass through the screw holes and are in threaded connection with the nuts (2-3).
4. A fabricated building precast concrete panel mullion hanger structure as claimed in claim 1, wherein said unit plate hanger assembly (2) is welded to mullion (1).
5. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 1, wherein said hanger base assembly comprises a main steel structure (3), said connector base (4) set further comprises a bottom plate (4-1) disposed in L shape with the bearing plate (4-2), said bottom plate (4-1) is fixedly connected with the main steel structure (3).
6. The fabricated building precast concrete plate mullion hanger structure as claimed in claim 5, wherein said bottom plate (4-1) and main steel structure (3) are fixedly connected by bolts (4-3) and nuts (2-3).
7. A fabricated building precast concrete panel mullion hanger structure as claimed in claim 1, wherein said limiting groove divides the bearing plate (4-2) into a first support platform and a second support platform.
8. A fabricated building precast concrete panel mullion hanger structure as claimed in claim 7, wherein said first support platform and said second support platform are provided with vertical support platforms at their middle portions.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911040100.6A CN110670733A (en) | 2019-10-29 | 2019-10-29 | Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure |
| CN202010169363.3A CN111218989A (en) | 2019-10-29 | 2020-03-12 | Assembly type hanging piece structure for building and wallboard hanging piece system thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911040100.6A CN110670733A (en) | 2019-10-29 | 2019-10-29 | Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110670733A true CN110670733A (en) | 2020-01-10 |
Family
ID=69085139
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911040100.6A Pending CN110670733A (en) | 2019-10-29 | 2019-10-29 | Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure |
| CN202010169363.3A Pending CN111218989A (en) | 2019-10-29 | 2020-03-12 | Assembly type hanging piece structure for building and wallboard hanging piece system thereof |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010169363.3A Pending CN111218989A (en) | 2019-10-29 | 2020-03-12 | Assembly type hanging piece structure for building and wallboard hanging piece system thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN110670733A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111218989A (en) * | 2019-10-29 | 2020-06-02 | 上海玻机智能幕墙股份有限公司 | Assembly type hanging piece structure for building and wallboard hanging piece system thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111088863A (en) * | 2019-12-20 | 2020-05-01 | 华东建筑设计研究院有限公司 | Pendant structure and precast concrete wallboard system |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100970372B1 (en) * | 2009-12-16 | 2010-07-15 | (주)삼성판넬플랜트 | Urethane panel for refrigeration |
| CN207794490U (en) * | 2017-12-22 | 2018-08-31 | 南京倍立达新材料系统工程股份有限公司 | A kind of assembled GRC heat-insulation wall plates |
| CN207998974U (en) * | 2017-12-30 | 2018-10-23 | 浙江亚厦装饰股份有限公司 | Ceiling support device |
| CN110670733A (en) * | 2019-10-29 | 2020-01-10 | 上海玻机智能幕墙股份有限公司 | Prefabricated concrete slab of prefabricated building erects fossil fragments pendant structure |
-
2019
- 2019-10-29 CN CN201911040100.6A patent/CN110670733A/en active Pending
-
2020
- 2020-03-12 CN CN202010169363.3A patent/CN111218989A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111218989A (en) * | 2019-10-29 | 2020-06-02 | 上海玻机智能幕墙股份有限公司 | Assembly type hanging piece structure for building and wallboard hanging piece system thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111218989A (en) | 2020-06-02 |
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Legal Events
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| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20200110 |